60 mm h3 bh3 12 12 bh3 -2 3 bh3 3 60 mm

Q: Conclusion about Hooke's Law

A: To conclude that what Hooke's Law state

Q: 3 ft- Wo G 4 ft 60% OD MG 2 ft FG (NG B G E B.

A:

Q: 2Pi KL(Tin-Tout) Q = In- Ri

A:

Q: F D B E C VA 4

A:

Q: ومزدوج تؤثر قوتاه في A ) بقوة مفردة في نقطة1: استبدل القوتين في الشكل (1س B و A النقطتين ۱۹۸۷ -2m 3

A: Given

Q: y F, = 300 N F, = 450 N F3 = 600 N 45° Fig.( 4 )

A:

Q: e hóldéř óf m öf å d to expose th

A: to obtain a mining lease , the holder of a mining claim must absolutely acquire surface rights .

Q: 4. Ø.009MAB@ Answer:

A: refer generalized representation of geometric tolerance.

Q: 11.2 kN/m A B 2.8 m 3.1 m Fig. Q1 Note: not drawn to scale

A: To determine the reactions at A and B and to draw the hear force diagram.

Q: 25 kN 500 mm 400 mm 700 mm

A: Basics of Mechanics.

Q: A D. E F

A: No

Q: 47 mim 47 mm. ipse, 26 mm O' mm. :12 E1A 3 94 -47-94

A:

Q: A 'B 2 ft I 4 ft H. ft E G F

A:

Q: 500 lb 600 lb · ft A B -5 ft - -5 ft -5 ft

A: Forces and moments generated in any member depend upon the type of support and type of loading…

Q: Identify the zero force members (if any) in 3 kip H. 2 kip T. 8 ft 3 kip -1.5 kip- 4 ft |B C ID -10…

A:

Q: 100 lb B 12а++ - 4 ft - 80 lb - 3 1 -

A: To find : The shear stress in the beam. Free body diagram : The free body diagram is shown below:…

Q: ƏP ле T. av T

A: G = Gibbs function  further G = H - TS  dG = dh - Tds - SdT  or dG = VdP - SdT

Q: Cl 3. F (9001) O 0 P d DO

A:

Q: B C 4 m A F E D -2 m- -4 m- 2 m-

A: The given truss is as shown below, (a) Consider the joint D, At joint D there are two force…

Q: A 20 in. 5 in. B Ug = 6 in./s Ag = 3 in./s²

A: here we have

Q: R M P

A: given; lets take tension force in member NJ=T1lets take tension force in member NM=T2lets take angle…

Q: 300 lb/ft 1500 lb-ft B A 16'- 6' 1200 lb

A:

Q: 50 lb A 3 in. C B D 4 in.- -6 in.-

A:

Q: Figure 1 of 1 |2P A -2 ft- -2 ft- d 2 in.

A: find the maximum magnitude of load P.

Q: 4y" + y = 0,

A: Dear Student  as per bartleby guidelines I am allowed to answer first question only . Please post…

Q: FBA FBD

A: dear Student detailed answer given below

Q: iii- Defects

A: Rail surface deformities truly influence the wellbeing of rail route frameworks. As of now, human…

Q: etermine the maximum force that can be applied to the end

A: given:diameter D=20pitch p=2.5proof strength σ=380MPatorque coefficient =0.21

Q: 450 b 300 b Fig.5

A: As per our guidelines we are supposed to answer only one question. Kindly repost other questions as…

Q: 6 kip A C 4 ft F 4 kip 8 kip -3 ft--3 ft --3 ft - --3 ft -

A:

Q: Create an example of Hooke's Law

A: To create: The example of Hooke's law. Concept used: Hooke's law: Hooke's law states that the…

Q: Pin T A 3 m 4*う B 100 N 100 N Fac 4m 50 N F3c sc '50N Rolfer 19501 4 m Roler FA FAB Pac 3 Ray R Ax…

A: to determine -  Fab , Fbc , Fca

Q: 5 kip/ft 15 kip It 15 kip · ft B- 10 ft 6 ft 19-

A: lets take x-x in section BD at distance x

Q: |1500 lb 4500 lb • ft 2.5 in. A E NA B |D I = 96 in. 8 in. 6 ft 6 ft +3 ft

A: To find: The shear and moment diagram. Calculation: The force balance equation. R1+R2=1500 The…

Q: ᴅᴇᴛᴇʀeᴍɪɴᴇ ᴛʜᴇ ᴜɴɪᴠᴇʀꜱᴀʟ ꜱᴀʏʙᴏʟᴛ ᴠɪꜱᴄᴏꜱɪᴛʏ ᴏꜰ ᴡᴀᴛᴇʀ ᴀᴛ ᴛ=3ꜱ. ᴄᴏɴᴠᴇʀᴛ ᴛʜᴇ ᴀɴꜱᴡᴇʀ ᴛᴏ ᴘᴏɪꜱᴇꜱ

A: Answer is given below:  As per the given data the calculation is made. If there will change in data…

Q: A 2 ft F, 4 ft M B. - 3 ft- 30 -x F,

A: Given that, F1=150 lb,F2=50 lbM=500 lb.ft Consider the given frame, Resolve the given force in two…

Q: gure |2P Pro A |B -2 ft2 ft - –2 ft d 2 in.

A: For solution refer images.

Q: D B cable C=60° w =30 kN

A: given:

Q: The ratio J2/J1

A: Given:      ⇒  r3>r1 and   r4>r2

Q: 600 N 600 N -F 40° 405

A:

Q: 2x105 Nlmen2 Biomaha uemprog aoo un qans G ) Tatal anctansion the ban

A: Normal stress is defined as the intensity of force exerted on an area perpendicularly. Normal stress…

Q: 3 h -3t 1.5R It 2.

A:

Q: F2-13 KN C A4 kN A 2m 4- 22 KN 30 FS-4 KN

A: Since on the system, some of applied forces are acting at some angle, so it is better to resolve…

Q: Which of the following statement(s) is/are true in minimizing the the stress of a rope. i. Increase…

A: According to the study stress is defined as applied force per unit area. =>    Stress =…

Q: y Verilenler: al-160 mm (3) 03 a2-80 mm (4) a3-170 mm a4- 120 mm 04 8, - 95 derece

A:

Q: kn Rnd M,L

A: The time period of the vibrating system can be determined using Torque Method. The time period…

Q: e shear and moment diagrams :

A: Solution for 3rd question given below

Q: 3. Demie the re A,RCnD w- 200 w-400 IN

A: GIVEN DATA - TWO ROUND OBJECT KEPT INSIDE BOX WE HAVE TO FIND ALL REACTION AT TOUCHING SURFACE

Q: ri= 2t-1 h=3ピ-t 2= 3++1 h2 = 4t-1

A: For solution refer below images.

Q: e internal force exp

A: FCE = 11.75kN

Forming and Shaping

Metal forming is a category of metalworking process through which the material can be given the desired shape and size by subjecting it to plastic deformation, where the component undergoes bulk deformation process upon application of loads. Unlike the shearing and machining process, the material does not undergo up to a failure point as indicated in the stress-strain curve. Hence, the stresses induced during the forming process are greater than yield strength but less than the failure strength of the material. The process does not lead to the loss of material, so it can be said to be an economical process. During forming, the material is subjected to tensile forces, compressive forces, bending, and shearing loading conditions. The material should possess the property of ductility to undergo the forming process.